Research on the Effect of Curing Temperature, Steel Fiber, and Admixture Content on Concrete Performance Based on Orthogonal Test in Cold Region

Table 5

Orthogonal test designs table.

Number	Curing temperature	Steel fiber content	Water reducing agent content	Accelerating agent content
1	0	35	0	63
2	0	40	4	68
3	0	45	8	73
4	6	35	4	73
5	6	40	8	63
6	6	45	0	68
7	12	35	8	68
8	12	40	0	73
9	12	45	4	63